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vA \ ���� �� / - EVERGREEN TREEV �� S \ �� / JOB NO..M14.0440.004
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_ _ _ DRIVE DESCRIPTIONS DRIVE
I •j\ \ • \ \N I \\ \ / / \ 11 0101 FAWCETT ROAD,SUITE 260,AVON,COLORADO 81620
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S4 \\E��\ 47 s� \ 47.9 \ \ /' . \ SPOT ELEVATIONS0�'\ \• \ M.E \ \ \
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\ �� /�VI��� .. 6'7 I \ v \ GRADING NOTES:
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D \ N \ • 6' TRANSITION �\ M.E. \ I \ /l \ 1 . ALL SITE GRADING [EXCAVATION, EMBANKMENT, AND COMPACTION] SHALL CONFORM TO THE RECOMMENDATIONS OF THE D
_ \ FROM PAN TO _ — - _ \ I \ / \ LATEST GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF
- _ \ \ N N \ CURB HEAD \ `- \ I \ �// ° VAIL'S "STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION.
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\\ �� , \ I \\ // \ 2. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF FHA AND HUD
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\ � CRITERIA AND TO THE GREATEST EXTENT POSSIBLE, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS
1 \ / \ FOR THIS PROJECT.
N /\ � / \ \ / \ I \ 3. GRADING SHOWN HEREON IS DESIGNED TO ADDRESS PROPER DRAINAGE CONSIDERATIONS FOR THE PROTECTION OF THE i�\ \ EH H N \ \ G' / , / \ / / STRUCTURES AND IMPROVEMENTS WITHIN THE PROJECT. THE COORDINATION OF THIS DESIGN AND COMPLIANCE WITH THE I�0 .•ARK C/ST
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\ _ GEOTECHNICAL ENGINEERS RECOMMENDATION WITH THE LANDSCAPE ARCHITECTS DESIGN, IS THE RESPONSIBILITY OF THE k c,• . �•�o\ \ �\r " �� � \ I ° OWNER AND/OR DEVELOPER. MARTIN/MARTIN HIGHLY RECOMMENDS THAT THE LANDSCAPE IMPROVEMENTS BE REVIEWED ; tJ 32753 v. 1
\ - \ \ �, a�'► \ \ I AND APPROVED FOR COMPLIANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. ; tJUNE 30, 2017
\ -1S- _ \� 0p,4� �, . irll� •Any., \ I 4. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN =�``•• •• � '��i
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4‘ 1,,41044#4,� / \ \ =' �, C ���, . • THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED STRUCTURES AND NOTIFY
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\ mr. ,,,-..-,I,I, / ',��;:,„._ , ° 1- - - - - - - - - THE ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT THE ENGINEERS INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND
�� • .�� �,�,� �� \1141k* \ `' ��`� ���I�ej � �� \ MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT BE LIABLE FOR ANY
,* ,�,,,/ / \� Q ,��:;; , '� I ° COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION.
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\ ♦ V ♦ ♦ / — � �el - Ori final Issuance Date
r * * , , �,, � / d : 5. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, 9\ ,�,�,�� c� 1 , �� v =� v LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR
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�,�,� / \\ ��� ,1 �� - - THICKNESS OF TOPSOIL, SOD AND LANDSCAPE MATERIALS. PERMIT 06/30/2017
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. .# 410
,` \ �� 1 ' • 6. SPOT NOTATION ARE AS FOLLOWS: FF = FINISH FLOOR, HP = HIGH POINT, LP = LOW POINT, TOW = TOP OF WALL,
P,,,�'/ / ` �� \ N \ ,' \ I - I v FGW FINISHED GRADE AT FACE OF WALL, GB GRADE BREAK, FL FLOWLINE, TOC TOP OF CURB. Revisions Date No.
444
� // ♦♦♦�' \ , � _ 7. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1 :1] (H:V). PERMANENT SLOPES SHALL NOT EXCEED
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\ \ [2:1] (H:V) [UNLESS NOTED OTHERWISE] IN AREAS TO BE SEEDED OR SODDED.
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- 8. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO MATCH FINAL GRADE.
C 9. MARTIN/MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT/GRADING C
SHOWN IS PROVIDED TO THE WALL DESIGNER/CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO
CONSIDERATION ALL JURISDICTIONAL REQUIREMENTS, GEOTECHNICAL INFORMATION AND REQUIREMENTS, AND
GRADING/DRAINAGE PATTERNS IN THE DESIGN OF THE WALLS. THE RETAINING WALL DESIGN NEEDS TO ACCOMMODATE THE
EFFECTS OF UNCONTROLLED RUNOFF FROM UP-GRADIENT OF THE WALLS, INCLUDING HYDROSTATIC PRESSURE AND
EROSION.
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A . - .. A Sheet Title:
C3 - L 811_
WEST GRADING PLAN
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N KNOW WHAT 'S OE ( 01N. CALL nlidnr YOU 01C. ._--Nr-
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- = CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number:
0 BEFORE YOU DIG, GRADE OR EXCAVATE FOR
O MARKING OF UNDERGROUND MEMBER UTILITIES
1- C) MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY C2 1 1
0 . LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
LI] J I . 1.....1 I PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,
< CD 10 5 0 10 20 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
1 SCALE: l ''=10' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
o a ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DPA Project: 15914.00.000
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1 2 3 4 5 1 6 COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C.